Cyclic Testing and Repair of Coupled CLT Walls with Steel Link Beams-Reference-Cited by-同舟云学术

Cyclic Testing and Repair of Coupled CLT Walls with Steel Link Beams

Published:2024-02 Issue:2 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Moerman Ben¹^ORCID,Li Minghao²^ORCID,Palermo Alessandro³,Smith Tobias⁴^ORCID,Lim Hyungsuk⁵^ORCID

Affiliation:

1. Doctoral Candidate, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand; Structural Engineer, StructureCraft, 1929 Foy St., Abbotsford, BC, Canada V2T 6B1 (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand; Associate Professor, Dept. of Wood Science, Univ. of British Columbia, 2424 Main Mall, Vancouver, BC, Canada V6T 1Z4. ORCID: .

3. Professor of Structural Engineering, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand.

4. Managing Director, PTL | Structural Consultants, 10/357 Madras St., Christchurch 8013, New Zealand. ORCID: .

5. Senior Lecturer, School of Forestry, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12498

Reference42 articles.

1. AISC. 2009. Steel design guide 4: Extended end-plate moment connections. Chicago: AISC.

2. Experimental investigations of glued-in rod connections in CLT

3. Experimental and analytical investigation of tubular links for eccentrically braced frames

4. Full-Scale Shake Table Testing of Cross-Laminated Timber Rocking Shear Walls with Replaceable Components

5. Experimental Testing of a Low-Damage Post-Tensioned C-Shaped CLT Core-Wall